CN106592589A - Land piling system and method precisely guiding driver to look for piling points - Google Patents
Land piling system and method precisely guiding driver to look for piling points Download PDFInfo
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- CN106592589A CN106592589A CN201710087486.0A CN201710087486A CN106592589A CN 106592589 A CN106592589 A CN 106592589A CN 201710087486 A CN201710087486 A CN 201710087486A CN 106592589 A CN106592589 A CN 106592589A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/06—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers for observation while placing
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses a land piling system and method precisely guiding a driver to look for piling points. The method comprises the steps: importing coordinates: importing designed pile site coordinates and elevations; selecting points in a plane; selecting the piling point this time; looking for the point in the plane: moving a piling trolley according to direction prompt information and micro-turning a piling hammer; piling depth control: prompting to control pile stop according to a residual hamming distance; and exporting a report form: exporting time, coordinate, pile height data. The invention discloses the land piling system precisely guiding driver to look for piling points as well. A high-precision positioning GNSS positioner product designed for conditions of a severe construction environment and strong vibration of engineering machinery, the high-precision positioning GNSS positioner product supporting Beidou satisfies centimetre-level high-precision positioning requirements of machinery such as mining machinery, earthwork machinery, construction positioning machinery, piling machinery, transporting machinery, locomotives and the like. The product is the first mechanical positioner at home and is high in reliability.
Description
Technical field
The invention belongs to piling technology field, more particularly to a kind of accurate guiding driver that drives finds the land piling of piling point
System and method.
Background technology
" piling " in building industry spoken language is exactly to make pile foundation, and pile foundation is exactly the deep base that stake and stake top cushion cap are constituted
Plinth.(sand pile in based process etc. can also regard piling as), stake is divided into friction pile and end-bearing pile according to stressing conditions.Friction pile
It is the weight rubbed to bear top-out structure using pile lining with the silt of surrounding；End-bearing pile is that stake is got to underground is solid
Stratum, and the load of top-out structure is passed on standing ground by pile body.
Existing land pile driving system intelligence degree is relatively low, less efficient, complex operation.
The content of the invention
It is an object of the invention to provide a kind of accurate guiding is driven, driver finds piling point land pile driving system and method,
Aim to solve the problem that existing land pile driving system intelligence degree is relatively low, less efficient, the problem of complex operation.
The present invention is achieved in that
A kind of accurate guiding driver that drives finds a piling point land pile-driving method, and the driver that drives finds and beats for the accurate guiding
Stake point land pile-driving method includes：
Import coordinate：Import design stake position coordinate and elevation；
Plane reconnaissance：Select this piling point；
Plane is sought a little：Piling vehicle is moved according to direction information and pile monkey is finely tuned；
Piling is deep to be controlled：Stake is stopped according to remaining hammering distance prompt control；
Derive form：Derivation time, coordinate, the high data of stake.
Further, it is described it is accurate guiding drive driver find piling point a land pile-driving method specifically include：
Import coordinate：According to the requirement of site operation, the position of each that design side is provided and elevation information with
The mode of Microsoft Excel imports design stake position coordinate and elevation；
Plane reconnaissance：According to the requirement of site operation positioning, this is selected to need the piling point of positioning, system will be according to beating
The current GNSS location information of stake car, extrapolates the position of impact point position；
Calculated by coordinate, according to the coordinate of the beginning and end of straight line, calculates the horizontal range and grid azimuth of straight line
Process is calculated by coordinate；The beginning and end coordinate of known straight line is respectively A (x1, y1), B (x2, y2), anti-by coordinate
The horizontal range S ab and grid azimuth α ab for calculating to calculate straight line AB；As the result that antitrigonometric function is calculated has ambiguity；
So before coordinates computed azimuth angle alpha ab, will first calculate quadrant angle R ab；Calculation procedure：
1. tan R ab=| △ y ab | ╱ | △ x ab |=| y b-y a | ╱ | x b-x a |；
2. R ab=arctan | y b-y a | ╱ | x b-x a |；
3. S ab==| △ y ab | ╱ sin α ab=| △ x ab | ╱ cos α ab；
4. according to R ab required in " 2. ", seek grid azimuth α ab；
If grid azimuth is first quartile angle,：R ab=α ab；If grid azimuth is the second quadrant angle,：αab
=180 ° of-R ab；If grid azimuth is third quadrant angle,：α ab=180 °+R ab；If grid azimuth is fourth quadrant
Angle, then：α ab=360 °-R ab；
Grid azimuth：The direction of straight line represented with azimuth, wherein by coordinate north direction on the basis of, it is suitable
Hour hands rotate to the level angle of straight line, are referred to as the grid azimuth of the straight line.
Quadrant angle is divided：First quartile angle：0 °～90 ° (0～pi/2)；Second quadrant angle：90 °～180 ° (pi/2～π)；The
Three quadrant angles：180 °～270 ° (π～3 pi/2)；Fourth quadrant angle：270 °～360 ° (3 pi/2～2 π)；
Plane is sought a little：Current distance and direction are gone out according to the dead reckoning of impact point position, manipulator is pointed out according to direction
Information movement piling vehicle finds a position, and finely tunes pile monkey；
If finding two datum mark A (N3000, E4500, Z100), B (N2900, E5500, Z120) then can basis
Datum mark coordinate figure is counter to push away coordinate system, finds N, E directions.N, E directions are determined first：From E coordinates it is found that B point E coordinates are big
In A points, so B points should be in A crawls in the east.The N coordinates of B are seen again less than A points, therefore B points should be in the south in A points.That is B points are in A points east
It is in the south.Obtain the angle of straight line AB and E coordinates：A=atg (Nb-Na)/(Eb-Ea)) -90dgree<=a<=90degree；If
a>0, then straight line from A to B into upper right move towards.If a<0, then straight line is from A to B into lower left trend.If a=0, AB put down
Row is in E axis.If a=+90 or -90 degree, straight line vertically with E axis.It is possible thereby to determine the NE coordinate systems at scene.
Piling is deep to be controlled：The stroke that pile monkey drops hammer is extrapolated with pulley sensor according to the elevation information of a position, control is remaining
Hammering distance, and point out control to stop stake；
The length of the elevation of h designed elevations=current GPS of H-S pulley sensors；
Derive form：The data recorded can be derived by way of Microsoft Excel according to actual requirement software
Time, coordinate, the high data of stake.
Another object of the present invention is to providing, one kind is accurate to guide the driver that drives to find a piling land pile driving system, institute
State the accurate guiding driver that drives to find a piling point land pile driving system and include：GNSS antenna, reference receiver, transmitting station,
Receive radio station, GNSS receiver, pulley encoder, piling vehicle and vehicle-mounted control terminal；
GNSS antenna is connected with base station wire communication, for the satellite signal receiving of base station；
Reference receiver is connected with GNSS antenna wire communication, for receiving satellite-signal and being resolved；
Transmitting station is connected with reference receiver wire communication, for the satellite data that transmitted reference station receives；
Receive radio station to be connected with transmitting station wireless telecommunications, for receiving the differential data that base station is emitted；
GNSS receiver is installed at the top of the pile monkey of piling vehicle and is connected with radio station wire communication is received, for obtaining positioning
The differential data of data and base station；
Pulley encoder is installed on the parallel pile frame of pile monkey, for recording the stroke distances and monitoring staking out elevation of pile monkey
Information, and control driving depth；
Piling vehicle is used to install GNSS receiver, pulley encoder and vehicle-mounted control terminal；
Vehicle-mounted control terminal is connected with GNSS receiver and pulley encoder, for real time inspection vehicle location, stake point position
Put, the information of driving depth.
Further, GNSS antenna, reference receiver, transmitting station set up open place at the construction field (site), receive radio station
It is installed at the cabin of piling vehicle, vehicle-mounted control terminal is installed on the driving cabin of piling vehicle.
Further, the GNSS receiver is the receiver of 20 hertz of data outputs.
Further, the vehicle-mounted control terminal adopts 8 cun of highlighted screens, interface to adopt vehicle-mounted special purpose interface.
Further, reference receiver adopts VNET6 reference receivers, transmitting station and reception radio station to adopt
UHF460 transmitting stations and reception radio station, GNSS receiver adopt M30 GNSS receivers, piling vehicle to beat for the quasi- alignment of automatic vertical
Stake car.
Another object of the present invention is to provide and a kind of find piling point land and beat using the accurate guiding driver that drives
The solar plant staking out of piling method.
Another object of the present invention is to provide and a kind of find piling point land and beat using the accurate guiding driver that drives
The wind energy power plant staking out of piling method.
Another object of the present invention is to provide one kind answer it is described it is accurate guiding drive driver find piling point land piling
The dam fence staking out of method.
The accurate guiding that the present invention the is provided driver that drives finds piling point land pile driving system and method, is a set of auxiliary land
The 3D mechanical control methods of ground piling vehicle construction operation, can digitized accurately the guiding driver that drives finds a piling point position, and in real time
The depth of prompting piling；Exportable standardized construction report after operation, mode of extension are capable of achieving automatic seeking point and stop automatically stake
Intelligent form of construction work.The present invention is specific to that engineering machinery construction environment is severe, strong vibration situation and the high accuracy that designs
Positioning GNSS localization machine products, meet machinery industry installation specification, support the GNSS localization machine products of the hi-Fix of the Big Dipper；
Meet mining machinery, earthmoving equipment, construction positioning mechanical, piling machinery, Transport Machinery, the machinery such as railway locomotive centimetre
Level hi-Fix demand；It is domestic first mechanical type localization machine, concentrates more than 10 years location equipment manufacturing process, reliability is high.
Compared with prior art, have the advantage that：
1st, the present invention precisely, supports the Big Dipper, many star multifrequency Centimeter Level precise positionings；Efficiently：Per hour can raising efficiency 30
～40%；It is convenient：Software through pictures interface operation is intuitively simple；Intelligence：Customizable report output laser sensing stops stake automatically
Automatization drives and seeks a little.
2nd, the present invention improves efficiency of construction, shortens construction period, and working performance is higher, by per hour more than 20 originally
Stake is promoted to 30 to 40 piles；Manual labor and construction cost, facilitation work progress are saved, operation is reduced manually, can be subtracted
The workload of few at least two survey crews, reduces construction link, Improving Project profit.
3rd, the present invention improves operation precision, and each point reaches centimeter-level positioning precision, reduces piling error；Subtract
Few Field Force's flowing, it is ensured that site safety.
4th, the present invention improves machine handss operation level, the graphical operation of piling vehicle driver, more intuitively, simply, it is not easy to violate
Mistake, the impact of the fatigue strength of rejecting machine handss to construction quality, improves the first-time qualification rate of piling quality.
5th, the present invention can carry out intelligent customization, and customizable output operation form facilitates supervisor to understand follow-up in time
Site operation situation, expanded laser light sensing automatically control driving depth；Vehicle-mounted control terminal facilitates machine handss real time inspection vehicle position
Put, stake point position, the information such as driving depth.
6th, GNSS receiver of the invention specialty Aseismic Design, coordinates engineering machinery to use, compatible BEI-DOU position system, essence
Du Genggao, reliability are higher, it is more convenient to operate.
7th, pulley encoder of the invention specialty Aseismic Design, coordinates engineering machinery to use, compatible BEI-DOU position system, essence
Du Genggao, reliability are higher, it is more convenient to operate.
Description of the drawings
Fig. 1 be it is provided in an embodiment of the present invention it is accurate guiding drive driver find piling point a land pile-driving method flow chart.
Fig. 2 be it is provided in an embodiment of the present invention it is accurate guiding drive driver find piling point a land pile driving system structural representation
Figure；
In figure：1st, GNSS antenna；2nd, reference receiver；3rd, transmitting station；4th, receive radio station；5th, GNSS receiver；6、
Pulley encoder；7th, piling vehicle；8th, vehicle-mounted control terminal.
Fig. 3 be it is provided in an embodiment of the present invention it is accurate guiding drive driver find piling point a land pile driving system data processing
Schematic diagram.
Specific embodiment
In order that the objects, technical solutions and advantages of the present invention become more apparent, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that specific embodiment described herein is not used to only to explain the present invention
Limit the present invention.
Below in conjunction with the accompanying drawings the application principle of the present invention is explained in detail.
As shown in Figure 1：
A kind of accurate guiding driver that drives finds a piling point land pile-driving method, and the driver that drives finds and beats for the accurate guiding
Stake point land pile-driving method includes：
S101：Import coordinate：Import design stake position coordinate and elevation；
S102：Plane reconnaissance：Select this piling point；
S103：Plane is sought a little：Piling vehicle is moved according to direction information and pile monkey is finely tuned；
S104：Piling is deep to be controlled：Stake is stopped according to remaining hammering distance prompt control；
S105：Derive form：Derivation time, coordinate, the high data of stake.
It is described it is accurate guiding drive driver find piling point a land pile-driving method specifically include：
Import coordinate：According to the requirement of site operation, design stake position coordinate and elevation are imported in the way of Microsoft Excel；
Plane reconnaissance：According to the requirement of site operation positioning, this is selected to need the piling point of positioning, system will be according to beating
The current GNSS location information of stake car, extrapolates the position of impact point position；
Plane is sought a little：Current distance and direction are gone out according to the dead reckoning of impact point position, manipulator is pointed out according to direction
Information movement piling vehicle finds a position, and finely tunes pile monkey；
Piling is deep to be controlled：The stroke that pile monkey drops hammer is extrapolated with pulley sensor according to the elevation information of a position, control is remaining
Hammering distance, and point out control to stop stake；
Derive form：Time, coordinate, the high data of stake are derived according to actual requirement.
Plane reconnaissance：Calculated by coordinate, according to the coordinate of the beginning and end of straight line, calculates the horizontal range and coordinate of straight line
Azimuthal process is calculated by coordinate；The beginning and end coordinate of known straight line is respectively A (x1, y1), B (x2, y2), leads to
Cross calculated by coordinate to calculate the horizontal range S ab and grid azimuth α ab of straight line AB；Due to the result that antitrigonometric function is calculated
There is ambiguity；So before coordinates computed azimuth angle alpha ab, will first calculate quadrant angle R ab；Calculation procedure：
1. tan R ab=| △ y ab | ╱ | △ x ab |=| y b-y a | ╱ | x b-x a |；
2. R ab=arctan | y b-y a | ╱ | x b-x a |；
3. S ab==| △ y ab | ╱ sin α ab=| △ x ab | ╱ cos α ab；
4. according to R ab required in " 2. ", seek grid azimuth α ab；
If grid azimuth is first quartile angle,：R ab=α ab；If grid azimuth is the second quadrant angle,：αab
=180 ° of-R ab；If grid azimuth is third quadrant angle,：α ab=180 °+R ab；If grid azimuth is fourth quadrant
Angle, then：α ab=360 °-R ab；
Grid azimuth：The direction of straight line represented with azimuth, wherein by coordinate north direction on the basis of, it is suitable
Hour hands rotate to the level angle of straight line, are referred to as the grid azimuth of the straight line.
Quadrant angle is divided：First quartile angle：0 °～90 ° (0～pi/2)；Second quadrant angle：90 °～180 ° (pi/2～π)；The
Three quadrant angles：180 °～270 ° (π～3 pi/2)；Fourth quadrant angle：270 °～360 ° (3 pi/2～2 π)；
Plane is sought a little：If finding two datum marks
A (N3000, E4500, Z100), B (N2900, E5500, Z120), then can push away seat according to datum mark coordinate figure is counter
Mark system, finds N, E directions.N, E directions are determined first：From E coordinates it is found that B point E coordinates are more than A points, so B points should be in A
Crawl is in the east.The N coordinates of B are seen again less than A points, therefore B points should be in the south in A points.That is B points are in A point the southeasts.Obtain straight line AB and E
The angle of coordinate：A=atg (Nb-Na)/(Eb-Ea)) -90dgree<=a<=90degree；If a>0, then straight line from A to B into
Upper right is moved towards.If a<0, then straight line is from A to B into lower left trend.If a=0, AB are parallel to E axis.If a=+90
Or -90 degree, then straight line vertically with E axis.It is possible thereby to determine the NE coordinate systems at scene.
Piling is deep to be controlled：The length of the elevation of h designed elevations=current GPS of H-S pulley sensors；
As shown in Figure 2：A kind of accurately to guide the driver that drives to find piling point land pile driving system, the accurate guiding is driven
Driver finds piling point land pile driving system to be included：GNSS antenna 1, reference receiver 2, transmitting station 3, receive radio station 4,
GNSS receiver 5, pulley encoder 6, piling vehicle 7 and vehicle-mounted control terminal 8；
GNSS antenna 1 is connected with base station wire communication, for the satellite signal receiving of base station；
Reference receiver 2 is connected with GNSS antenna wire communication, for receiving satellite-signal and being resolved；
Transmitting station 3 is connected with reference receiver wire communication, for the satellite data that transmitted reference station receives；
Receive radio station 4 to be connected with transmitting station wireless telecommunications, for receiving the differential data that base station is emitted；
GNSS receiver 5 is installed at the top of the pile monkey of piling vehicle and is connected with radio station wire communication is received, fixed for obtaining
The differential data of position data and base station；
Pulley encoder 6 is installed on the parallel pile frame of pile monkey, and the stroke distances and monitoring staking out for recording pile monkey are high
Journey information, and control driving depth；
Piling vehicle 7 is used to install GNSS receiver, pulley encoder and vehicle-mounted control terminal；
Vehicle-mounted control terminal 8 is connected with GNSS receiver and pulley encoder, for real time inspection vehicle location, stake point position
Put, the information of driving depth.
GNSS antenna 1, reference receiver 2, transmitting station 3 set up open place at the construction field (site), receive radio station 4 and install
At the cabin of piling vehicle 7, vehicle-mounted control terminal 8 is installed on the driving cabin of piling vehicle 7.
Receiver of the GNSS receiver 5 for 20 hertz of data outputs.
The vehicle-mounted control terminal 8 adopts 8 cun of highlighted screens, interface to adopt vehicle-mounted special purpose interface.
Reference receiver 2 adopts VNET6 reference receivers, transmitting station 3 and reception radio station 4 to send out using UHF460
Radio platform and reception radio station, GNSS receiver 5 adopt M30GNSS receivers, and piling vehicle 7 is the quasi- alignment piling vehicle of automatic vertical.
The present invention provides a kind of solar energy of driver's searching piling point land pile-driving method of driving using the accurate guiding
Power plant's staking out.
The present invention provides a kind of wind energy electricity of driver's searching piling point land pile-driving method of driving using the accurate guiding
Factory's staking out.
Present invention offer is a kind of to answer the accurate dam fence for guiding the driver that drives to find piling point land pile-driving method
Staking out.
The application principle of the present invention is further described with reference to contrast and specific embodiment.
Table 1
Sichuan Hongyuan photo-voltaic power generation station adopt in process of construction in Haidah land pile driving system, numeral is carried out to piling machine
Change control management, high accuracy, efficient complete piling work.During use more than a year, system run all right reliability,
The more traditional piling work mode of efficiency of construction is made to improve 40%, cost-effective 20%.
The GNSS receiver Big Dipper hi-Fix of the present invention, supports Samsung (Big Dipper+GPS+GLONASS), and Centimeter Level is fixed
Position precision, up to 20 hertz data outputs；Reliable protective and adaptability, IP67 protection, resist superpower impact endurance test shock, reliability
American army mark is reached, is adapted to various severe working environments；With high system compatibility, support various protocols type and connect
Line mode, supports various types of engineering machinery vehicles.
The vehicle-mounted control terminal of the present invention carries the brand-new ZD800 strongs vehicle-mounted flat computer of Android operation system,
8 cun of highlighted screens, 4.3 operating system of ARIXTRA, integrate end message show, data communication pivot function, strong protection
Structure design, abundant expansion interface, are suitable to various severe space enrironments；Powerful hardware performance, Freescale technical grade cores
Heart hardware platform, double-core Cotex A9 processors；The structure I P65 protection of strong, anti shock and vibration design；Technical grade liquid crystal
Screen, under direct sunlight, high definition shows, supports the Touch Screen of glove operation；Very fast communication data collection, carries 3G+ radio station bilateral
Letter, the stable high guarantee of Data-Link；Connection is reliable, and using vehicle-mounted specifications design, interface adopts vehicle-mounted special purpose interface；Power good；
Wide power is input into, and is suitable for vehicle-mounted sparking and complicated power environment.
The land pile driving system of the present invention is accurately positioned by the quick-moving speed centimetre class precision of visualization interface auxiliary operation and is beaten
Stake point, is greatly enhanced user job efficiency and accuracy.
Presently preferred embodiments of the present invention is the foregoing is only, not to limit the present invention, all essences in the present invention
Any modification, equivalent and improvement made within god and principle etc., should be included within the scope of the present invention.
Claims (10)
1. it is a kind of accurately to guide the driver that drives to find piling point land pile-driving method, it is characterised in that the accurate guiding is driven
Driver finds piling point land pile-driving method to be included：
Import coordinate：Import design stake position coordinate and elevation；
Plane reconnaissance：Select this piling point；
Plane is sought a little：Piling vehicle is moved according to direction information and pile monkey is finely tuned；
Piling is deep to be controlled：Stake is stopped according to remaining hammering distance prompt control；
Derive form：Derivation time, coordinate, the high data of stake.
2. it is as claimed in claim 1 accurately to guide the driver that drives to find piling point land pile-driving method, it is characterised in that described
It is accurate to guide driver's searching piling point land pile-driving method of driving to specifically include：
Import coordinate：According to the requirement of site operation, design stake position coordinate and elevation are imported in the way of Microsoft Excel；
Plane reconnaissance：According to the requirement of site operation positioning, this is selected to need the piling point of positioning, system will be according to piling vehicle
Current GNSS location information, extrapolates the position of impact point position；
The plane reconnaissance is specifically included：
(1) calculated by coordinate, according to the coordinate of the beginning and end of straight line, calculates the mistake of the horizontal range and grid azimuth of straight line
Journey is calculated by coordinate；The beginning and end coordinate of known straight line is respectively A (x1, y1), B (x2, y2), by calculated by coordinate
To calculate the horizontal range S ab and grid azimuth α ab of straight line AB；Before coordinates computed azimuth angle alpha ab, first calculate
Quadrant angle R ab；Calculation procedure：
1. tan R ab=| △ y ab | ╱ | △ x ab |=| y b-y a | ╱ | x b-x a |；
2. R ab=arctan | y b-y a | ╱ | x b-x a |；
3. S ab==| △ y ab | ╱ sin α ab=| △ x ab | ╱ cos α ab；
4. according to required R ab in 2., seek grid azimuth α ab；
If grid azimuth is first quartile angle,：R ab=α ab；If grid azimuth is the second quadrant angle,：α ab=
180°-R ab；If grid azimuth is third quadrant angle,：α ab=180 °+R ab；If grid azimuth is fourth quadrant
Angle, then：α ab=360 °-R ab；
Plane is sought a little：Current distance and direction are gone out according to the dead reckoning of impact point position, manipulator is according to direction information
Mobile piling vehicle finds a position, and finely tunes pile monkey；
The plane is sought and a little being specifically included：
Two datum mark A (N3000, E4500, Z100) are found, B (N2900, E5500, Z120) then can be sat according to datum mark
Scale value is counter to push away coordinate system, finds N, E directions；N, E directions are determined first：From E coordinates it is found that B point E coordinates are more than A points, institute
Should be in A crawls in the east with B points；The N coordinates of B are seen again less than A points, therefore B points should be in the south in A points；That is B points are in A point the southeasts；Obtain
The angle of straight line AB and E coordinates：A=atg (Nb-Na)/(Eb-Ea)) -90dgree<=a<=90degree；If a>0, then directly
Line is moved towards into upper right from A to B；If a<0, then straight line is from A to B into lower left trend；If a=0, AB are parallel to E axles
Line；If a=+90 or -90 degree, straight line vertically with E axis；Thereby determine that the NE coordinate systems at scene；
Piling is deep to be controlled：The stroke that pile monkey drops hammer, the remaining hammering of control are extrapolated with pulley sensor according to the elevation information of a position
Distance, and point out control to stop stake；The length of the elevation of h designed elevations=current GPS of H-S pulley sensors；
Derive form：According to actual requirement software can by the data recorded derived by way of Microsoft Excel the time,
Coordinate, the high data of stake.
3. a kind of accurate guiding for guiding the driver that drives to find piling point land pile-driving method accurate as claimed in claim 1 is driven
Driver find piling point a land pile driving system, it is characterised in that it is described it is accurate guiding drive driver find piling point land piling
System includes：GNSS antenna, reference receiver, transmitting station, reception radio station, GNSS receiver, pulley encoder, piling vehicle
With vehicle-mounted control terminal；
GNSS antenna is connected with base station wire communication, for the satellite signal receiving of base station；
Reference receiver is connected with GNSS antenna wire communication, for receiving satellite-signal and being resolved；
Transmitting station is connected with reference receiver wire communication, for the satellite data that transmitted reference station receives；
Receive radio station to be connected with transmitting station wireless telecommunications, for receiving the differential data that base station is emitted；
GNSS receiver is installed at the top of the pile monkey of piling vehicle and is connected with radio station wire communication is received, for obtaining location data
With the differential data of base station；
Pulley encoder is installed on the parallel pile frame of pile monkey, for recording the stroke distances and monitoring staking out elevation letter of pile monkey
Breath, and control driving depth；
Piling vehicle is used to install GNSS receiver, pulley encoder and vehicle-mounted control terminal；
Vehicle-mounted control terminal is connected with GNSS receiver and pulley encoder, for real time inspection vehicle location, stake point position, is beaten
The information of stake depth.
4. it is as claimed in claim 3 accurately to guide the driver that drives to find piling point land pile driving system, it is characterised in that GNSS
Antenna, reference receiver, transmitting station set up open place at the construction field (site), receive the cabin that radio station is installed on piling vehicle
Place, vehicle-mounted control terminal are installed on the driving cabin of piling vehicle.
5. it is as claimed in claim 3 accurately to guide the driver that drives to find piling point land pile driving system, it is characterised in that described
GNSS receiver is the receiver of 20 hertz of data outputs.
6. it is as claimed in claim 3 accurately to guide the driver that drives to find piling point land pile driving system, it is characterised in that described
Vehicle-mounted control terminal adopts 8 cun of highlighted screens, interface to adopt vehicle-mounted special purpose interface.
7. it is as claimed in claim 3 accurately to guide the driver that drives to find piling point land pile driving system, it is characterised in that benchmark
Receiver of standing adopts VNET6 reference receivers, transmitting station and reception radio station using UHF460 transmitting stations and to receive electricity
Platform, GNSS receiver adopt M30GNSS receivers, and piling vehicle is the quasi- alignment piling vehicle of automatic vertical.
8. it is accurate described in a kind of application claim 1-2 any one to guide the driver that drives to find piling point land pile-driving method
Solar plant staking out.
9. it is accurate described in a kind of application claim 1-2 any one to guide the driver that drives to find piling point land pile-driving method
The staking out of wind energy power plant.
10. it is a kind of to guide the driver that drives to find piling point land pile-driving method using accurate described in claim 1-2 any one
Dam fence staking out.
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| CN108594143A (en) * | 2018-01-16 | 2018-09-28 | 宁德师范学院 | A kind of permanent magnet synchronous motor demagnetization method for diagnosing faults |
| CN108894228A (en) * | 2018-08-01 | 2018-11-27 | 浙江省交通规划设计研究院有限公司 | Piling location method and system |
| CN108897010A (en) * | 2018-06-21 | 2018-11-27 | 中国化学工程第六建设有限公司 | Ground based method, system and storage medium are dug using the measurement of GNSS measuring system |
| CN108930270A (en) * | 2018-07-06 | 2018-12-04 | 苏州千层茧农业科技有限公司 | A kind of self-propelled ornamental trees and shrubs piling machine |
| CN108967032A (en) * | 2018-07-06 | 2018-12-11 | 苏州千层茧农业科技有限公司 | A kind of portable ornamental trees and shrubs piling machine |
| CN108990692A (en) * | 2018-07-06 | 2018-12-14 | 苏州千层茧农业科技有限公司 | A kind of backpack ornamental trees and shrubs piling machine |
| CN110904968A (en) * | 2019-12-10 | 2020-03-24 | 西安科技大学 | Pile foundation point location real-time lofting device suitable for pile driver |
| CN111832100A (en) * | 2020-06-15 | 2020-10-27 | 中交疏浚技术装备国家工程研究中心有限公司 | Intubation tube positioning system |
| CN114281021A (en) * | 2021-12-27 | 2022-04-05 | 山河智能装备股份有限公司 | Engineering equipment control method and system for guiding pile fixing hole points and engineering equipment |
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| CN108594143A (en) * | 2018-01-16 | 2018-09-28 | 宁德师范学院 | A kind of permanent magnet synchronous motor demagnetization method for diagnosing faults |
| CN108897010A (en) * | 2018-06-21 | 2018-11-27 | 中国化学工程第六建设有限公司 | Ground based method, system and storage medium are dug using the measurement of GNSS measuring system |
| CN108930270A (en) * | 2018-07-06 | 2018-12-04 | 苏州千层茧农业科技有限公司 | A kind of self-propelled ornamental trees and shrubs piling machine |
| CN108967032A (en) * | 2018-07-06 | 2018-12-11 | 苏州千层茧农业科技有限公司 | A kind of portable ornamental trees and shrubs piling machine |
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| CN110904968A (en) * | 2019-12-10 | 2020-03-24 | 西安科技大学 | Pile foundation point location real-time lofting device suitable for pile driver |
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| CN111832100B (en) * | 2020-06-15 | 2022-05-27 | 中交疏浚技术装备国家工程研究中心有限公司 | Intubation tube positioning system |
| CN114281021A (en) * | 2021-12-27 | 2022-04-05 | 山河智能装备股份有限公司 | Engineering equipment control method and system for guiding pile fixing hole points and engineering equipment |
| CN116623659A (en) * | 2023-07-20 | 2023-08-22 | 中交第一航务工程局有限公司 | Piling monitoring method and device for piling ship, electronic equipment and medium |
| CN116623659B (en) * | 2023-07-20 | 2023-10-31 | 中交第一航务工程局有限公司 | Piling monitoring method and device for piling ship, electronic equipment and medium |
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